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TRUSS PER P <br />8d ® 6" o.c. INTO BLOCKING? <br />H1 CLIP @ EACH TRUSS <br />(24" o.c. MAX) <br />BEAM PER PLAN <br />VENTILATION MAY BE REQ'D AT <br />BLOCKING. VERIFY METHOD W/ <br />ENGINEER PRIOR TO <br />CONSTRUCTION. BIRD BLOCKING <br />IS ACCEPTABLE. <br />ROOF/BEAM CONN. <br />CONTINUOUS 2X6 SLEEPER <br />W/ (3) 16d COMMON NAILS <br />TO EACH TRUSS BELOW <br />MAIN ROOF TRUSS <br />PER PLAN <br />2X4 BLOCKING BETWEEN <br />RAFTERS W/ 16d COMMON <br />NAILS @ 6" O/C TO <br />SLEEPER BELOW <br />2X4 W/ (3)16d <br />COMMON NAILS TO <br />RAFTER AND (2) <br />16d COMMON <br />NAILS TO ROOF <br />FRAMING <br />CONTINUOUS 2x4 TRIM BOARD w/ (2) 16d <br />SINKERS TO EACH RAFTER/TRUSS. INSTALL SNUG <br />IN FRONT OF 2x4 POSTS TO PREVENT SLIDING <br />A <br />WALL PER PLAN <br />8d @ 6" o/c INTO LEDGER <br />2x6 DF#2 W/ (2) Y4" <br />0 x 4Y2" SIDS SCREWS <br />EACH STUD (TYP) <br />TRUSS PER PLAN <br />TRUSS HANGER PER <br />MANUFACTURER <br />LPT4 FROM TOP <br />PLATE TO RIM <br />JOIST PER <br />SCHEDULE (AT <br />SHEARWALL ONLY) <br />Y2" MIN <br />2x6 HF#2 LEDGER w/ <br />(3) #10 x 3Y2" WOOD <br />SCREWS INTO EACH <br />STUD <br />A35 © 16" O/C <br />WALL PER PLAN <br />OFFSET ROOFS AT WALL <br />CONTINUOUS 2x6 <br />RIDGE BOARD <br />2X4 OVERFRAMING <br />RAFTERS @ 24" O/C <br />W/ (3) 16d TOENAILS <br />EACH END i i <br />2X4 DIRECTLY BELOW RIDGE <br />BOARD W/ 2X4 GUSSET W/ (3) <br />16d COMMON NAILS EACH MEMBER <br />2x4 HF#2 RAFTERS @ 24" o/c w/ <br />(3)16d TOENAILS EACH END <br />CONTINUOUS 2x6 SLEEPERS <br />w/ (3)16d SINKERS EA. <br />TRUSS/RAFTER <br />p L ROOF FRAMING PER PLAN, <br />PER <br />PLAN/SCHEDULE <br />2x4 BLOCKING w/ 16d <br />PROVIDE 2x4 POSTS AT RAFTERS AND RIDGE BOARD EVERY SINKERS @ 6" o/c TO <br />48—INCHES MINIMUM. POSTS SHOULD BE ALIGNED TO FALL SLEEPER BELOW <br />ON MAIN ROOF FRAMING MEMBERS AS SHOWN. WHERE RIDGE <br />BOARD DOES NOT ALIGN w/ MAIN ROOF MEMBER, POSTS <br />SHOULD BEAR ON 2x6 BLOCK INSTALLED BETWEEN ADJACENT <br />TRUSSES. <br />TOP VIEW <br />TYPICAL ROOF OVERFRAMING DETAILS <br />SIDE VIEW <br />CONTINUOUS 2X6 RIDGE <br />BOARD <br />1 Y2" <br />8d @ 6" O/C (TYP) <br />RAFTER/TRUSS <br />PER PLAN <br />1 Y2" <br />(1) SDS25412 INTO EACH <br />STUD, STAGGERED <br />ROOF TO WALL <br />CONNECTION <br />2x4 GUSSET w/ OVERFRAMING <br />(3) 16d SINKERS -\ RAFTERS <br />EACH MEMBER <br />2x4 POST <br />48—INCHES ON <br />CENTER MAX <br />CONTINUOUS 2x4 BLOCKING <br />w/ (2) 16d SINKERS TO EACH <br />TRUSS/RAFTER BELOW. <br />INSTALL SNUG IN FRONT OF <br />POST AS SHOWN <br />SECTION A- A <br />Q) <br />SON <br />Q)/ <br />Q N O <br />U <br />T <br />��rq- <br />_ <br />U <br />w Q,� <br />0 <br />U <br />O <br />Cn <br />ry <br />o <br />U <br />(n <br />Q0�Q)w1� <br />O N z <br />O > O <br />3: <br />3: <br />r4-) LLJ _ <br />3: <br />+J <br />n <br />z <br />0 > <br />> <br />Cn ul <br />w <br />> - <br />w <br />Of J <br />U <br />J <br />U <br />m <br />N <br />N <br />w � <br />Q <br />Q 0 <br />O <br />0 <br />Z o <br />- <br />x <br />w <br />n Lv <br />>O <br />0<00 <br />z� <br />W OQ <br />Q U� <br />Q <br />z D <br />w <br />0 r-)ry <br />(n O LW <br />��W <br />u <br />Q <br />FEB 19, 2024 <br />Drawn By: CHRIS L. <br />Checked By: CHRIS <br />Date: 02-15-2024 <br />SDA JOB NO. <br />9902 <br />STRUCTURAL <br />DETAILS <br />S- 8.0 <br />